Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Features 006a:
'Beamer's Canal ' (1) ·
'Beamer's Ditch ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Carter's Canal ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'Habitat Connectivity ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River Relief ' (1) ·
'Lateral Canal A ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'Nova Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Timothy's Ditch ' (1) ·
'Turnbull Creek ' (1) ·
'Warner Creek ' (1) ·
Canal (1) ·
Horse Creek (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street ' (1) ·
'Bellevue Ave ' (1) ·
'Blue Heron Blvd. ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Military Trail ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR A1A ' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-60 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-732 Jenson Blvd' (1) ·
'US 192 WB ' (1) ·
'US-1 SB ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
Pineda Causeway (1) ·
US-1 (1)
Number 008:
Location 009:
.1 Mi E of I-95 (1) ·
'0.2mi. S of Williamson Rd' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.45 mi. E of I-4 ' (1) ·
'2.59 mi. E. of I-4 ' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'8th St West of SR-5A ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'N of Bellevue Overpass ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'SR-80 & Military Trail ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192 EB - Indian Riv ' (1) ·
4.2 Mi N of Sebastian River (1) ·
US-1 over Horse Creek (1)
Latitude 016:
Longitude 017:
80032660 (1) ·
80044300 (1) ·
80064300 (1) ·
80102860 (1) ·
80144443 (1) ·
80235637 (1) ·
80235639 (1) ·
80274947 (1) ·
80305798 (1) ·
80315267 (1) ·
80343718 (1) ·
80345659 (1) ·
80345692 (1) ·
80370039 (1) ·
80384071 (1) ·
80422199 (1) ·
80430030 (1) ·
80433190 (1) ·
80433200 (1) ·
80471577 (1) ·
80513613 (1) ·
81011300 (1) ·
81013312 (1) ·
81013879 (1) ·
81014276 (1) ·
81014315 (1) ·
81015422 (1) ·
81024200 (1) ·
81024443 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81045860 (1) ·
81110743 (1) ·
81110777 (1) ·
81111930 (1) ·
81112460 (1) ·
81113230 (1) ·
81194815 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
13500 (1) ·
14600 (1) ·
15400 (1) ·
16290 (1) ·
1800 (1) ·
18500 (1) ·
19500 (1) ·
20500 (1) ·
21500 (1) ·
24750 (1) ·
25500 (1) ·
28500 (1) ·
29500 (1) ·
3087 (1) ·
33000 (1) ·
3450 (1) ·
37000 (1) ·
37006 (1) ·
39750 (1) ·
42500 (1) ·
42764 (1) ·
4300 (1) ·
43000 (1) ·
49500 (1) ·
550 (1) ·
6900 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures. (1) ·
Bridge not over waterway. (1)
Future 114:
11972 (1) ·
23422 (1) ·
25331 (1) ·
26719 (1) ·
27884 (1) ·
28263 (1) ·
3123 (1) ·
32098 (1) ·
33832 (1) ·
35568 (1) ·
37302 (1) ·
42941 (1) ·
44243 (1) ·
49448 (1) ·
51182 (1) ·
5356 (1) ·
57255 (1) ·
5986 (1) ·
64195 (1) ·
64205 (1) ·
68966 (1) ·
73738 (1) ·
74196 (1) ·
7460 (1) ·
74605 (1) ·
85882 (1) ·
954 (1)
Clearance 116:
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